ASTM International Technical Committee C01 Publications

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Technical Committees / Committee C01 / Committee Publications

Journal of Testing and Evaluation

Effect of Sampling Location on the Air Void Analyzer Test Results on Concrete Pavements: Evaluation of Data from a 16 State-Pooled Fund Project
A Laboratory Study of the Effectiveness of Various Additives on Moisture Susceptibility of Asphalt Mixtures
California Bearing Ratio Behavior of Soil-Stabilized Class F Fly Ash Systems
A Low-Cost, Computer-Controlled Adiabatic Calorimeter for Determining the Heat of Hydration of Concrete
Elastic Strain, Creep, and Recovery in Mortars: Additional Analysis
Monitoring of Cement Stabilized Surrogate Waste Using Resonant Frequency Techniques
Prediction of the Strength of Ceramic Tubular Components: Part I—Analysis
Prediction of the Strength of Ceramic Tubular Components: Part II—Experimental Verification
Effect of Bearing Plate Properties on the Behavior of Block Masonry Prisms under Axial Compression
Gypsum Content of Cements Used in Concrete Cured by Accelerated Methods
Correlation of Strength of Cement Mortar Cured by 28-Day Standard and Accelerated Methods
Past, Present, and Potential Developments of Sulfate-Resisting Concretes
Discussion of “A New Test for Sulfate Resistance of Cements” by P. K. Mehta and O. E. Gjørv
The Effects of Temperature and Relative Humidity on Static Strength of Hydrated Portland Cement
Influence of Calcium Chloride on the Drying Shrinkage of Alite Paste
Base Stabilization Using Pelletized Blast Furnace Slag
A Simple Technique for Determining Relative Strength of Aggregates
Polymeric Materials for Concrete
Mechanisms of Acceleration by Calcium Chloride: A Review
Tricalcium Silicate Hydration in the Presence of Various Salts
A New Test for Sulfate Resistance of Cements
A Study of Cement and Concrete Correlation
Precision of Early Shrinkage Measurements
Some Factors Affecting Cement Mortar Strength Results Using ASTM Standard Test Methods C 348 and C 349
Capillary Porosity in Hardened Cement Paste

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